PA 913 - PA 26 to Huntingdon Co Line

This Project Is For The Pavement Preservation Of Approximately 2.35 Miles Of Sr 0913 In Bedford County. Work Includes Milling And Resurfacing, Guiderail, Drainage, Pavement Markings, Signing Upgrades, Design And Construction Of Curb Ramps And Other Miscellaneous Construction As Indicated On The Approved Drawings Included In The Bid Package For State Route 0913, Section 0008, In Bedford County, Liberty Township, Saxton Borough At The Locations Indicated In The Bid Package. 0203-0004 Cubic Yard 259.000 01 n c1 Class 1b Excavation 0205-0364 Ton 1.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 172.000 01 n c1 Select Granular Material (2rc) 0313-0422 Square Yard 245.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0426 Square Yard 543.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0110 Square Yard 534.000 01 n c, e Subbase 10" Depth (No. 2a) 0413-0256 Ton 3,631.000 05 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-2074 Ton 2,373.000 05 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 12,345.000 $1.00 $12,345.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 79,010.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 3,429.000 01 n f4 Asphalt Prime Coat 0467-0006 Linear Foot 200.000 01 n f2 Heavy Duty Membranes 48" Width 0491-0014 Square Yard 7,046.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 120.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0034 Square Yard 8,991.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 300.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0115 Square Yard 980.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, (Shoulder Backup) 2 1/2" Depth e 0601-0313 Linear Foot 78.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7313 Linear Foot 78.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0601-5901 Linear Foot 173.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7008 Linear Foot 12.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill e 0604-0313 Linear Foot 88.000 01 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-7313 Linear Foot 88.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill 0605-2701 Each 3.000 01 n k Bicycle Safe Inlet Grate 0605-2730 Set 5.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 3.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0060 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 1 Riser 0607-0013 Vertical Foot 3.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0618-0021 Each 3.000 01 n h Concrete Collar For 15" Pipe Extension 0619-0450 Each 7.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 7.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 11.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 3,925.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 18.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,925.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 213.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 325.000 01 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1635 Linear Foot 125.000 01 n j Type 31-Scc Guide Rail 0620-1637 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1670 Each 10.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0002 Linear Foot 1,725.000 01 n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0677-0004 Ton 50.000 01 n c1, e Selected Material Surfacing 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 73.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0027 Linear Foot 850.000 01 n m1 Tree Trimming To An Unlimited Height 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 49,724.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 47,112.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 246.000 01 n r Post Mounted Signs, Type b 0931-0003 Square Foot 15.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 12.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 67.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 58.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 58.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0330 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0332 Each 58.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 38.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0962-1000 Linear Foot 51,724.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 336.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 47,112.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0220 Each 2.000 01 n o3 White Epoxy Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0965-0005 Linear Foot 807.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 754.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0036 Linear Foot 88.000 01 n o2 24" Yellow Preformed Thermoplastic Pavement Markings 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 9000-0005 Each 6.000 01 n x Std Utility Test Hole 9000-0032 Dollar 5,000.000 $1.00 $5,000.00 01 y m1 Std Unforseen Tree Removal 9000-5001 Each 10.000 02 n x Std Design Of Concrete Curb Ramps 9000-5002 Each 11.000 03 n k Std Construction Of Cement Concrete Curb Ramps

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.